Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Excavation
Eprocure
Opening Date2 Feb 2019
Closing Date18 Feb 2019
Tender AmountRefer Documents
Costs
EMD
₹ 64,04,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Hunli Anini Bro Road To Desali Co Headquarter
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_CEAR_73531_1Bid Award Id
ViewTender No
AR15/02/017Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Setting Out
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a) Reference pillars
210
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b] Back Pillar.
260
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c] Job Pillar.
50
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Earthwork in Hill Road
(ii) Excavation in Hilly Areas in Soil by mechanical means
(A) Excavation in all kind of soil ( Ordinary soil , hard rock with or without blasting, soft rock with or without blasting in Hilly Area by mechanical means including cutting and trimming of side slopes ,and Additional work of trench cutting to accomadate GSBand disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification
81961.87
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Construction of Subgrade and Earthen Shoulders
-
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
13448.24
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Granular Sub-base with Well Graded Material (Table 400.1)
By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. For Grading I Material
15558.42
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Surface Drains in Soil
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in all kind of soil ( Ordarney soil Hard rock and soft rock without blasting to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
Manual Means
13098.94
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WBM Grading 3
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
5310.45
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Prime Coat
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Low porosity
-
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
70806
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Tack Coat
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
70806
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20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder
-
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508.
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Case - I By Manual Means
-
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Bitumen (S-90)
70806
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Seal Coat
-
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
-
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By Manual Means
-
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Case - III : Type C
-
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Bitumen (S-90)
70806
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Item : Hume Pipe Clvt. 1000 mm dia.TYPE-I (As per IRC SP-20-2002 & SP :48-1998)
-
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Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
1360.01
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Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
74.38
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 [P.C.C. grade M 20 Nominal mix (1:2:4)]
32
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Bedding for Pipe [ Type A ( Concrete Cradle ) Bedding ]
-
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Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
66.34
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Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109 [In 1:4 cement mortar]
667.22
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. [1000 mm dia]
100
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
34.57
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 [Granular material]
445.83
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
320
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-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
204.92
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 [R.C.C grade M 20 For design mix RCC M 20]
57.07
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
4.58
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-
Item : Slab Culvert 1.50 mtr. span, 3.13 mtr height (As per IRC SP-20-2002)
-
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
-
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Ordinary Soil Upto 3 m depth
1992.24
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
-
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PCC Grade M15
429.72
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-
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
-
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a) Coursed rubble masonry (1st sort) In 1:4 cement mortar
1133.22
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b) Coursed rubble masonry (2nd sort)In cement-lime-mortar (1:0.5:4.5) (Substructure )
587.62
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
-
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A. Granular material
235.63
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
836
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-
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
-
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RCC Grade M20 using concrete mixture For nominal mix 1:2:4 (nominal mix)
73.92
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-
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
-
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RCC Grade M25 using concrete Mixture R.C.C M 25
71.39
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P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
-
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Nominal mix 1:2.5:5
15.84
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
-
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For nominal mix 1:2:4
8.45
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202.
9.45
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Type of CD works :- 2.00 m span RCC Slab Culvert, 3.64 m height as per IRC SP 20-2004
-
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FOUNDATION
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
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I. Ordinary Soil
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(I) Upto 3 m depth.
2357.26
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.
-
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I). P.C.C grade M 10
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(I) Nominal mix 1:3:6
567.5
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
-
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II) Coursed Rubble Masonry (first sort)
-
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ii) In 1:4 Cement mortar.
1373.3
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SUBSTRUCTURE
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
-
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II) Coursed Rubble masonry (2nd Sort) (iii) In cement lime mortar (1:0.5:4.5)
628.04
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
-
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I) Granular material
620.96
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
950
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
-
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For height upto 5 m.
-
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III) R.C.C. grade M 20
88.5
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SUPERSTRUCTURE
-
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Providing & laying reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800,1205.4 and 1205.5
-
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II) R.C.C. grade M 25
171.72
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
-
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I) R.C.C grade M 20
-
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(I) Nominal mix 1:2:4
9.6
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202.
17.47
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-
RCC Bridge 10 Mtr. Span (AS per IRC SP-20-2002)
-
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Abutment
-
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
-
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Ordinary soil
-
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-
(i)Upto 3 m depth
333.75
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b) Below Water level
-
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-
(v) Marshy soil
166.88
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-
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
(I)P.C.C grade M 10
-
-
-
(I) Nominal mix 1:3:6
19.51
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-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
-
-
-
P.C.C grade M 15
-
-
-
Nominal mix 1:2.5:5 (Hand mixing)
238.57
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-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
-
-
-
R.C.C grade M 20
6.93
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-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
48
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-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
-
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-
(i) Granular material
51
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-
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
4.53
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-
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part-II) Section IX complete, including all accessories as per drawings and technical specification Clause 1207.1
90000
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RETURN WALL
-
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
-
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-
Ordinary soil
-
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-
(i)Upto 3 m depth
135
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-
b) Below Water level
-
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-
(v) Marshy soil
73.8
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
-
-
-
(I)P.C.C grade M 10
-
-
-
(I)Nominal mix 1:3:6
9
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-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
-
-
-
P.C.C grade M 15
-
-
-
Nominal mix 1:2.5:5 (Hand mixing)
171.36
-
-
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
120
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-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
-
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-
(i) Granular material
74.97
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-
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
1.86
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DECK SLAB
-
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
-
-
-
For height upto 5 m
-
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-
(iv) R.C.C. grade M 25
58.84
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-
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
4.87
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-
Drainages spouts complete as per drawing and technical specification clause 1209.
16
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-
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
5.64
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-
Providing and laying a buried expansion joint, covered with 12 mm thick, 200 mm wide galvanised weldable structrual steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia, 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, as per technical specifications Clauses 1207.2.3
12
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-
Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
12
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-
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
44
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-
Construction of RCC guide posts of 250 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2
82.5
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Sub-Head:- C/O Retaining Wall & Breast Wall ( 2.50 Mtr Height )
-
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Excavation for Structures
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material I ) Ordinary Soil I0 Upto 3 Mtr
3180
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-
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
10290
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-
Item : Road Furniture
-
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
2
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
78
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Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone, approach transition zone, working zone and terminal transition zone with a minimum distance of 2-3 m from the edge of the carriageway. The bottom edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 600 mm x 600 mm x 6 mm angle iron post, founded and installed as per approved design and drawings, removed and disposed of after completion of construction work, all as per IRC:SP:55-2001.
130
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-
Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
-
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a]5th Kilometre Stone (precast)
5
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-
b] Ordinary 1 Km. stone (Size - 66 x 35 x 25 cm)
21
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-
c] 200 Mtr stone (precast)
104
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-
SH:- Single Lane Bailey Bridge 35.00 mtr span at Chainage. 17170.00 mtrs over Thia river.
-
-
-
FOUNDATION
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side and bottom and backfilling in trenches with excavated suitable material.
-
-
-
b) 3m to 6 m depth
308
-
-
Providing concrete for plain/reinforeced concreete in open foundation complete as per drawings and techanical specification clause 802,803,1202,1203 (PCC grade M 10 1:3:6)
26.9
-
-
Providing concrete for plain/reinforeced concreete in open foundation complete as per drawings and techanical specification clause 802,803,1202,1203 (PCC grade M 20 1:2:4)
476.4
-
-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.
6.86
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (i) Granular material.
224.64
-
-
Providing weepholes in stone masonary, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
76
-
-
Supplying, fitting and placing with HYSD bar reinforcment (Fe 415) in foundation complet as per drawing and techanical specification Clauses 1000,&1202
1.51
-
-
Supplying, fitting and placing with HYSD bar reinforcment (Fe 415) in substructure complete as per drawing and techanical specification Clauses 1002,1005,1010&1202
1.49
-
-
SUPER STRUCTURE
-
-
-
Manufacturing and supplying of all components of GRSE Portable Steel Deck Bailey Bridge for DSR Construction,extrawide (Carriageway width 4.25 m) bridge, suitable upto class 40 R loading as per IRC:6, complete with steel decking, End posts, Base plates, Bearing etc. but excluding the cost of fitting, fitting & erection.
1
-
-
Fitting, fixing and erection/launching of standard bailey bridge complete as per technical specification clause
80.85
-
-
SUB: SOIL INVESTIGATION
-
-
-
Cost of transportation of plants, equipments and personal effects to the site of work and back as per the mobilisation.
1
-
-
Boring/ drilling holes at the abutments, anchor block in river banks through all kind of soil and rock upto depth of 20 m from the ground level ( 50 mm dia ).
-
-
-
1bore in each abutment point @ 5.00 M Deep
12
-
-
Collection of soil sample and conducting on selection, selected soil and rock samples to natural moisture contents particles size, distribution of liquid and plastic limit, bulk and dry density of confined and specific gravity on soil samples, moisture absorption cost, unit weight, ceriazial compressive strength test etc. complete.
2
-
-
Compilation of laboratory test result including preparation and submission of report
1
-
-
SH:- Single Lane Bailey Bridge 60.00 mtr span at Chainage. 10280 mtrs over Choppo river.
-
-
-
FOUNDATION
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side and bottom and backfilling in trenches with excavated suitable material. (b) 3m to 6 m depth
619.04
-
-
Providing concrete for plain/reinforeced concreete in open foundation complete as per drawings and techanical specification clause 802,803,1202,1203 (PCC grade M 10 1:3:6)
167.65
-
-
Providing concrete for plain/reinforeced concreete in open foundation complete as per drawings and techanical specification clause 802,803,1202,1203 (PCC grade M 20 1:2:4)
1023.2
-
-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. For height upto 5 m
R.C.C. grade M 25
18.5
-
-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m
R.C.C. grade M 25
271.14
-
-
Providing weepholes in stone masonary, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
168
-
-
Supplying, fitting and placing with HYSD bar reinforcment (Fe 415) in foundation complet as per drawing and techanical specification Clauses 1000,&1202
5.91
-
-
Supplying, fitting and placing with HYSD bar reinforcment (Fe 415) in substructure complete as per drawing and techanical specification Clauses 1002,1005,1010&1202
3.81
-
-
SUPER STRUCTURE
-
-
-
Manufacturing and supplying of all components of GRSE Portable Steel Deck Bailey Bridge for DSR Construction,extrawide (Carriageway width 4.25 m) bridge, suitable upto class 40 R loading as per IRC:6, complete with steel decking, End posts, Base plates, Bearing etc. but excluding the cost of fitting, fitting & erection.
1
-
-
Fitting, fixing and erection/launching of standard bailey bridge complete as per technical specification clause
138.62
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SUB: SOIL INVESTIGATION
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Cost of transportation of plants, equipments and personal effects to the site of work and back as per the mobilisation.
1
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Boring/ drilling holes at the abutments, anchor block in river banks through all kind of soil and rock upto depth of 20 m from the ground level ( 50 mm dia ). 1bore in each abutment point @ 5.00 M Deep.
12
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Collection of soil sample and conducting on selection, selected soil and rock samples to natural moisture contents particles size, distribution of liquid and plastic limit, bulk and dry density of confined and specific gravity on soil samples, moisture absorption cost, unit weight, ceriazial compressive strength test etc. complete.
2
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Compilation of laboratory test result including preparation and submission of report.
1
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SH:- Single Lane Bailey Bridge 60.00 mtr span at Chainage 17370 mtrs over Thu river.
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FOUNDATION
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of side and bottom and backfilling in trenches with excavated suitable material. (b) 3m to 6 m depth
619.04
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Providing concrete for plain/reinforeced concreete in open foundation complete as per drawings and techanical specification clause 802,803,1202,1203 (PCC grade M 10 1:3:6)
167.65
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Providing concrete for plain/reinforeced concreete in open foundation complete as per drawings and techanical specification clause 802,803,1202,1203 (PCC grade M 20 1:2:4)
1023.2
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. For height upto 5 m
R.C.C. grade M 25
18.5
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m
R.C.C. grade M 25
271.14
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Providing weepholes in stone masonary, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
168
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Supplying, fitting and placing with HYSD bar reinforcment (Fe 415) in foundation complet as per drawing and techanical specification Clauses 1000,&1202
5.91
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Supplying, fitting and placing with HYSD bar reinforcment (Fe 415) in substructure complete as per drawing and techanical specification Clauses 1002,1005,1010&1202
3.81
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SUPER STRUCTURE
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Manufacturing and supplying of all components of GRSE Portable Steel Deck Bailey Bridge for DSR Construction,extrawide (Carriageway width 4.25 m) bridge, suitable upto class 40 R loading as per IRC:6, complete with steel decking, End posts, Base plates, Bearing etc. but excluding the cost of fitting, fitting & erection.
1
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Fitting, fixing and erection/launching of standard bailey bridge complete as per technical specification clause
138.62
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SUB: SOIL INVESTIGATION
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Cost of transportation of plants, equipments and personal effects to the site of work and back as per the mobilisation.
1
-
-
Boring/ drilling holes at the abutments, anchor block in river banks through all kind of soil and rock upto depth of 20 m from the ground level ( 50 mm dia ). 1bore in each abutment point @ 5.00 M Deep.
12
-
-
Collection of soil sample and conducting on selection, selected soil and rock samples to natural moisture contents particles size, distribution of liquid and plastic limit, bulk and dry density of confined and specific gravity on soil samples, moisture absorption cost, unit weight, ceriazial compressive strength test etc. complete.
2
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Compilation of laboratory test result including preparation and submission of report.
1
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Routine Maintenance
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First Year
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Second Year
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Third Year
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Fouth Year
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Fifth Year
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Evaluation Notes How It Works ?
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